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Dames & Moore, 1999 - USDA Forest Service

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Crystalline crusts were observed in the mill building and where seepage emerges along the toes of the<br />

tailings piles. The USGS used X-Ray Diffraction (XRD) to determine the types of minerals present in<br />

1994 (personal communication with Jim Kilbum, <strong>1999</strong>) (Table 6.1-1). ~ lminerals l were identified to be<br />

sulfates in combination with aluminum, iron, copper, potassium, sodium, magnesium, zinc, and calcium.<br />

These minerals are not unique to the Holden Mine and have been documented at many other mine sites.<br />

This section summarizes the hydrology/hydrogeology discussed in Sections 4.3 and 4.4, and describes a<br />

general conceptual site transport pathway model for the Site. The model serves as the basis for<br />

interpretation of surface water and groundwater PCOC discharge from Site features as they relate to water<br />

quality in Railroad Creek.<br />

6.13.1 General Transport Pathway Model<br />

The Site receives surface water and groundwater flow from upgradient sources that include snowmelt and<br />

rainfall runoff from adjacent valley sides and from direct precipitation as either rain or snow.<br />

Groundwater within the Railroad Creek valley and at the Site exists as shallow and deeper isolated<br />

occurrences. Shallow groundwater occurs near the base of the tailings piles and within a relatively thin<br />

near-surface alluviurn/reworked glacial till (reworked sand and gravel) that is perched above less<br />

permeable glacial till. Site groundwater within these units discharges as seeps or as diffuse groundwater<br />

to Railroad Creek. The alluvium/reworked till unit is considered to be moderately permeable with<br />

estimated hydraulic conductivities ranging from 9 x lo4 to 5.3 x cdsec. The underlying glacial till<br />

unit is a relatively low permeability material that is assumed to separate the groundwater that occurs in<br />

the bedrock fractures from the groundwater that occurs in the overlying alluviudreworked till. The<br />

underlying glacial till unit may contain limited localized occurrences of water. The glacial till unit is<br />

estimated to have lower permeabilities than the alluviudreworked till unit, with hydraulic conductivities<br />

ranging from lo-* to 1 0-lo CIIL~S~C.<br />

The interrelationship between Site groundwater and surface water is the focus of the transport pathway<br />

discussion and includes the following mechanisms: (1) surface water overland flow and infiltration, (2)<br />

seepage as overland flow, (3) seepage as direct groundwater discharge to Railroad Creek, and (4)<br />

groundwater discharge as baseflow into the bed of Railroad Creek. Other transport pathways such as air<br />

transport of tailings or transport of tailings directly into Railroad Creek as a result of bank erosion are<br />

considered to be a minor influence on water quality in Railroad Creek.<br />

In general, upslope surface water from direct precipitation and snow melt run-on infiltrates and recharges<br />

groundwater through fractures within the bedrock found along the valley sidewalls and through the pore<br />

spaces of the surficial deposits including the alluviudreworked till unit, where present. Upslope surface<br />

water run-on results in overland'flow and infiltration across and through Site features and eventually<br />

discharges to Railroad Creek as overland flow or as diffuse groundwater. Baseflow to Railroad Creek is<br />

provided by. diffuse groundwater flow which likely flows in alluvium underlying the creek.<br />

Seeps discharges from the surficial materials at the Site at points where local groundwater elevations are<br />

higher than ground elevations. Seepage may (1) discharge directly into Railroad Creek, (2) flow overland<br />

to Railroad Creek, and (3) flow overland and reinfiltrate. In the spring, most water enters the Site from<br />

\u)M-SEAI\VOL I \ C O M M O M W P \ ~ ~ ~ ~ 6-5 A ~ W . ~ ~ ~<br />

DAMES & MOORE<br />

17693-005-019Wuly 27,<strong>1999</strong>,4:11 P~RAFI' FINAL RI REPORT

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